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HomeMy WebLinkAboutPermit D14-0075 - GCA SERVICES GROUP - TENANT IMPROVEMENTGCA SERVICES GROUP 12622 INTERURBAN AVE S D14-0075 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0004800003 Permit Number: D14-0075 12622 INTERURBAN AVE S Project Name: GCA SERVICES GROUP Issue Date: 5/5/2014 Permit Expires On: 11/1/2014 Owner: Name: Address: GATEWAY OLYMPIA INC PO BOX 4900 #207 , SCOTTSDALE, WA, 85261 Contact Person: Name: DAVID KEHLE, ARCHITECT Address: Contractor: Name: Address: License No: Lender: Name: Address: 1913 BONAIR DR SW , SEATTLE, WA, 98116 BOYCE CONSTRUCTION Phone: (206) 433-8997 Phone: (206) 264-8085 270 S HANFORD ST #109 , SEATTLE, WA, 98134 BOYCECI066QQ Expiration Date: 1/21/2016 CBRE - OWNER 20415 72 AVE S, STE 210, KENT, WA, 98032 DESCRIPTION OF WORK: CONSTRUCT OFFICES INSIDE EXISTING SHELL (PREVIOUS OFFICE WAS REMOVED FOR BUILDING RECONSTRUCTION) WITH NON -BEARING WALLS, NEW SUSPENDED CEILINGS AROUND EXISTING RESTROOMS, NEW ADA RESTROOM (UNISEX) WITH SHOWER. Project Valuation: $120,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Fees Collected: $2,863.22 Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: OC kl I hearby certify that I have read an, exam ned this permit and know the same to be true and correct. All provisions of law and ordinances go ernin: this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 10: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 13: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 12: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 11: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 15: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 14: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 16: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 18: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 19: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 22: ***BUILDING PERMIT CONDITIONS*** 23: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 24: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 25: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 26: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be Iaterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 27: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 28: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 29: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 30: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 31: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 32: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 33: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 34: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 35: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 1500 PLANNING FINAL 0603 ROOF/CEILING INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF T..__WILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www,TukwilaWA.gov Building ...;rmit No. 1 l-i -WIC Project No. Date Application Accepted: 0 12 Date Application Expires: b 1 t! L 1 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: C7413 Q 'O� Site Address: Ili i2— (N1cUR.v34,4 Ave 02. Suite Number: Floor: Tenant Name: r, tT Cv�' �(� C New Tenant:15-4 Yes 0.. No PROPERTY OWNER Name: 4/0 Address:/ lc --WV ve 4t /SSttaate: kit, City: �q ♦ 4 Zip: Rt3Z CONTACT PERSON — person receiving all project communication Name: tfivii Address: h' w2� pule pi City`sjj. Sttate:W, Zip* 0 (l Phone:a Fax: �loq Email: efliti,tee Abeiikkyoli. t GENERAL CONTRACTOR INFORMATION Company Name: vp Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: avid V/e� }�� 1. Ohl. ' -}- e / Architect Name: Va119 i �/1y,• Address: l� I� C�� ,`�i�(/Q; ov City: I State% Zip:Oil Phone:4 ,436.6444 Fax:4,7 ,t, _,630Q 1 Email: Lb a_ k peitek �arG14. fi'f i ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $3,000 or greater per RCW 19.27.095) Name: t e o Address: City: State: Zip: N 1Applicstions'Forms-Applications On Line'2012 Applications\Permit Application Revised • 2-7.12 does Revised February 2012 bh Page 1 of 4 I BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ I ZOIC00 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): i4S eUcr i.1OY 1.4 Le- 9-ree tvfficr%7 i O Gil Is'hi lei Otteut. Cftit ioucf aria V49 VEPt smo M &llotitq Nsti2UCITot4 Wt1H - eb+P.11.14 6Niezio¢'u Utw *42irairtv ee►tuci j lAgouLoo exisimc, Fitt0torte i Peso 1:•I3 t !weal-t (uNi ) uitt�t G�r,o��c Will there be new rack storage? ❑ ....Yes [A.No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor %fl /o4i . Y0 e101 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ff): W (1 t4E Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal��owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: I.b/011611 Compact: /, �' Handicap: Will there be a change in use? Yes 0 No If "yes", explain: lWf�rtt "Z **�p,,1'W € fitaicosofricevf FIRE PROTECTION/HAZARDOUS MATERIALS: IA Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes tir, No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sq ety Data Sheets. SEPTliC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1ApplicationsWorme•Apptications On Liae12012 ApplieuionsTermit Application Revised • 2.7-12.docx Revised: February 2012 bh Page2of4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW Sinature: R OR ORIZED AGENT: ;::e:QqiomKOVE Mailing Address: 14 KP PAU le Pt.em City Date: 03104\)f Day Telephone: State Zip H:1ApplicuiontFornu-Application On Line12012 ApplicationIParmit Application Revised - 2.7-12 docx Revised: February 2012 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS Permi#TRAK ACCOUNT QUANTITY PAID $1,770.18 D14-0075 Address: 12622 INTERURBAN AVE S 480000 DEVELOPMENT $1,686.10 PERMIT FEE WASHINGTON STATE SURCHARGE R000.322.100.00.00 B640.237.114 $1,681.60 $4.50 TECHNOLOGY FEE $84.08 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R2024 R000.322.900.04.00 $84.08 $1,770.18 Date Paid: Monday, May 05, 2014 Paid By: BOYCE CONSTRUCTION INC. Pay Method: CHECK 22075 Printed: Monday, May 05, 2014 9:13 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID D14-0075 Address: 12622 INTERURBAN AVE S Apn: 0004800003 $1,093.04 DEVELOPMENT $1,093.04 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R1373 R000.345.830.00.00 $1,093.04 $1,093.04 Date Paid: Tuesday, March 04, 2014 Paid By: DAVID E KEHLE Pay Method: CREDIT CARD 005067 Printed: Tuesday, March 04, 2014 11:01 AM 1 of 1 kfi INSPECTION N INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Proj c9 C__-il Type of e n: - C LA Z I All Ad ess: Qate Called: Special Instructions: Date Wanted: -Z- —1 p. Requester: Phone No: co Approved per applicable codes. tJ Corrections required prior to approval. COMMENTS: CT) c al. ti`.I n.i( - i/ e✓:-A.6' -�D.) p I / Date:(4" ZS-- SPECTION FEE RE$UIRED. Prior to next inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: GC P . Type of inspection: 5usPF4 oft C.e_o-i,1 C.cp Address: [O,ZZ_Silent AY, iJ Date Called: Speciai Instructions: Date Wanted: rtalik Requester: Phone No: "Approved per applicable codes. • COMMENTS: Corrections required prior to approval. 6) 24,1?jJ flM 'd ) S?1� N. �. 4>/J )(�✓t1 4I) ,A s?//�/, ;Al>)4PP/A4r " c t=- % , 4# - _ 4,7,4J:2q/ J 1414 )1J t C ECTION FEE REQUI O. Prior to xt inspection. fee must be 6300 SouthcenterBty Suite_100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN PE N +. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 �W-CX7�j Project. � � `� e. of i Inspection: .�IJSIALAI t o,\% 1-24)2.2t , ,,� [' Date Called: Special Instructions: dateWanted: Requeste • 71144 Phone. • 2_007, z7-6057 ElApproved per applicable codes. D Corrections required prior to approval. OMMENTS: tiv r: DateL ■ R SPECTION FEE ReQUIRED. Prior to next inspection. fee must be ` - id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD. �t�,�v �.- Retain a copy with permit 7 Q PERMIT N0. CITY OF ° TUKWILA BUILDING DIVISION 6300 Southcenter 8lvd., #100,Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project. Type of Inspection Adieu: Date Called: spe iai Instructions: Date Wanted. (� - / t:m ` Requester: Phong 0.36 _2h1V O 5 DApproved per applicable codes.: ElCorrectionsrequired prior to approval. COMMENTS:. n 4 Ito 1 f L) Date:.-1 REINSPECTION FEE RE'UIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. O. Retain INSPECTION .RECORD PERMIT NO. O• a copy with perrnit T.tflN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd„ #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ss: Special instructions:: D Cailed- pR Date Wanted:' L1 Requester: rt- a.m phit56,,..442.7---(b 3 7 COt4iENTS: Ins cbor: ►. Cam. . J F 7 f R NSPECTION FEE RE IRED. Prlortto next inspection, fee must be aid at 6300 Southcenter tvd„ Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Ty2e of I spectio Address: to 4, 1, Suite #: a. Contact Person: Special Instructions: Phone No.: gApptoved per applicable codes. I I Corrections required prior to approval. COMMENTS: w4. S�. -571\) 0 K #%1 1 3v 1 Co 3 0 OK Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date:/ Y Hrs.: tf, , n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reins ion. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INS CTION RECORD Retain a copy with permit INSPECTION NUMBER DIg- lys-/o/ PERMIT NUMBERS art -OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: /� 6CA raS Type of Inspection: V Address: /26Zo -_/7 Contact Person: Suite #: %?• Special Instructions: Phone No.: riApproved per applicable codes. COMMENTS: Cez Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: L //oy Hrs.: /. 0 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 C T ENGINE E H I N G Project:, Client: 1 FILE COPY Page Number: 41 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 VAX: (206) 285-0618 • Ta! tliS1tqt-/ Wpl1.. ti -r 4- 24-d 43 v S e. S l Q� cfla, twos too t c a-*-5 1,.. ©o Tb t►i ova t ►t..t., • ('5 P' ? ) (Q.O fz', • Op �.. 0 DJ Fut. ado '.Zi (-- To 2_ - - 3- ri :�t /F� salts.," evidk �7tf"� ., �:2itk�` RL.w'.a = `I(. (3)4 tp f> 6c q04- W'/ tee, SP Mt., try ern- u SL , t3`e P INk Ne4 f t GA I marl r'j ku.owAtat.t:. = 22611 Frtit. a2. t &AO Pt,-r- 42. C.01 4L- <.,tqp. REVIEWED FOR CODE COMPLIANCE APPROVED /gyp r1 Lt )--G t LI City of Tukwila BUILDING DIVISION sc % L©tics (., tJ a Low-4 P� ft.t_�nt e, 1..)‘ -6 sP044tyot i 24 LLw> BCze;) :2kct+ 3Sct C 4% (, co -re. ) `2z 05415 Q. 21V. 5 Pia►.,. St 144 RECEIVED .3 !>o oft- 1 Ye:` 6,aFCITY OF TUKWILA MAR 0 4 2014 PERMIT CENTER Pt'-1 - oos Pt. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior Lighting Summary LGT-SUM 2012 Washington State Energy Code Compliance Forms for Commercial, Group RI, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address /L - - , Date II at t,L IUo. . iwrezUmt4 M & For Bu' ingbbe`Pfartment Use COPY • FILE ApplicantName:Nae:ri tp � •..... Applicant Address011„Ibi12 pav �(J, n ( p A �„a7., Applicant Phone:Itae.& 3 M41- Project Description ■ New Building ■ Addition pit Alteration ■ Plans Induded Lighting Compliance Path • Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Interior Lighting Compliance Option 0 Budding Area Method OO Space -by -space Method Interior Lighting System Description Briefly describe lighting system type and features. 04- V c,,r'1p v, attv Moo Vile* riAivetexest 24- ll {G 4,UPE Ix 4 a NoceCODE REVIEWED FO COMPLIAN APPROVED Additions and Change of Space Use (C101.4.3 & C101.4.4) r t t (go, Il Addition area or Change of Space Use area complies with all applicable provisions as stand alone project area or Change of Space Use area is combined with existing building lighting systems to demons trUILDING with alt applicable provisions Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance and proposed (including existing if applicable) lighting wattage of Addition or Change of Use scope. per C405.2 and commissioning of Iightirg controls per C40513. City of Tt)kwll2 DIVIS ■ Addition Fern. Document maximum Provide applicable lighting compliance Provide allowed controls Alterations, Renovations and Repairs (C101.4.3.1) 0( 60% or more of luminaires in space replaced Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Fonn. Document maximum allowed and proposed (including existing) lighting wattage of project scope 60% of luminaires in space replaced Space -by -space Method (LTG-INT-SPACE) Compliance Fonn. Document existing total wattage in space and proposed existing) lighting wattage of project scope • Less than Provide (including ballast replacement within existing luminaires only — existing total interior building wattage not increased ■ Lamp and/or Installed to serve added fixtures and/or fixtures relocated to new circuit applicable manual lighting controls (C405.2.1), occupancy sensors (C405 2.2.2), daylight zone controls (C405.2.2.3), specific conbols (C405.2.3), and commissioning of lighting controls per C405.13 ■ New wiring Provide application lighting panel all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of controls per C405.13. • New or moved Provide lighting reconfigured - luminaires unchanged or moved only all applicable lighting controls as noted for New Wring and commissioning of lighting controls per C405.13. Space is Provide are being made to the interior UgRixj and sFacce use not thanged. — ■ No changes CITY OF TUKWILA MAR 0 4 2014 PERMIT CENTER CE ON 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior Lighting Summary - Space -by -Space LTG-INT-SPACE 2012 Washington State Energy Code Compliance Forme fir r•.w+...e.ri ' r •- n. --id > 3 story R2 and R3 Revised June 2013 Project Info Protect Address - Date Si z( 4_ I( M— liTtedueze.0 biste For Building rtment Use watts Ailowefd (watts/ft2 x area) Applicant Nam737 wipie,Ettieilixfirirct-- ,. Lighting Wattage Maximum Allowed Location (plan *, room #l, or ALL) Space Type' Allowed watts per ft2 gross interior Area in ft2 NI, /* I q 0 a 1 1A14 Z1010 Atrium** Inter Haight: Retail Display Allowance from LGT-XNT-DISPLAY * Select Table C405.5.2(2) category from drop down menu. '* For atriums, indicate heightAllowied wattage for first 40 feet is 0.03 W/it ht, above 40 feet is 0.02 Wilt ht Proposed Lighting Wattage Total Area Allowed Watts zoccp Location (plan #, room IS, or ALL) Fixture Description (include exempt equipment per Note 3) Number of Fixtures Watts/ - Fixture Watts Proposed VI A 7, it 10/4 X 31. GiCR7►Tt rete99Zh20 $8 t i teo 'ii- II 'GJL4 i ZC Na-A,cu't Vas eo 12 GOP 1°V--- 02-4i K 'del 6o ()Avg Vita atr cv$ ik 'Cb to IA- 21, k ik o A &true I 0I2 cap Retail Display Lighting from LOT-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts /j,,$ Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For lire voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Lighting, Motor, and Transformer Permit Plans Checklist LTG-CHK 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Address VtY g... ['Tree ,,ie isPA36N Age % Date` 4 f4 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2012 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section C405.2) -I ' C405.2.1 Manual lighting controls Lighting control schedule with type, locations served, 50% lighting reduction method C405.2.2.1 Automatic time switch controls Lighting systems automatic shut-off capability - indicate method and location served on plans. Note locations where automatic shutoff is provided by other method (occupancy sensor, daylight controls, etc) l rk Nor Override aching Schedule with locations served - no single override switch exceeds an area of 5,000 SF 4 C405.2.2.2 Occupancy sensors Schedule of locations served .tr3 6( C405.2.2.3 Daylight zones iii Vertical fenestration Primary and secondary daylight zone areas indicated on plans -t- Wp Skylights Skylight daylight zone areas indicated on plans 405 2.2.3.: Daylight zone controls Lighting control schedule with dimming method and locations served - no single daylight control zone exceeds 2,500 SF ..,% C405.2.3 Specific application control Specific application lighting controls are independent of general area lighting and controls for other lighting applications 1 J1* ti Means of egress fighting Lighting control schedule with method and locations served. Note luminaires that function as both normal and egress. Display fighting Lighting control schedule with type and locations served Accent lighting Lighting control schedule with type and locations served HolleVrrhotel guest rooms Lighting control schedule with type and locations served Supplemental task lighting Lighting control schedule with type and locations served Non-exempt lighting equipment Lighting control schedule with type, applications served and locations Non-exempt lighting equipment Lighting control schedule with type, applications served and locations sole C405.2.4 Exterior lightingschedule controls Lighting control with type, features and location served INTERIOR LIGHTING POWER (Section C405.5) Y C405.5.1 Total lighting per Schedule with fixture types, lamps, ballasts, watts per fixture 'r' 3 Wis. Space exceptions Space exceptions taken noted on plans or compliance form Lighting equipment exceptions Equipment exceptions taken noted on plans or compliance form C405.5.2 Lighting power calculations Yi Building Area Method Compliance form completed — proposed wattage per building area does not exceed maximum allowed wattage I Space -By -Space Method Compliance form completed — total proposed wattage does not exceed maximum allowed wattage �� A C405.4 Exit signs All internally illuminated exits sign are < 5 watts per side EXTERIOR LIGHTING POWER (Section C405.6) �- C405.6.2 Total connected lighting power Schedule with fixture types, lamps, ballasts, watts per fixture Exterior application exceptions Exterior application exceptions taken noted on plans or compliance form Lighting power calculations Compliance form completed — proposed wattage for exterior lighting plus base site allowed does not exceed max. allowed C405.6.1 Exterior building grounds lighting Schedule with fixture types, lamps, ballasts, watts per fixture; lumens per wan for fixtures > 100 watts ELECTRICAL POWER SYSTEMS (Sections C405.7 ,C405.9, C405.12, C409.2.1) 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 R3 Envelope Summary ENV -SUM 2012 Washington State Energy Code Compliance Forms for Commercial. Groun R1 and > R aMry R2 & R3 Revised Juno 2013 Project Info Project Address Date 9j1,3ti, IZU tl- litres. , � ,, , For Building Department Use FILE COPY !t No. Applicant Name: at it? 110.46i44iii-�'e7t' 1 e /� �, `� r� �/ /� 6 ��►� d Applicant Address: F'yt1, umiuQ pia �! *LiI 6 •'W tP,ri' Applicant Phone: . 4 Project Description Dlo Alteration M New Building • Addition • Change of Occupancy/Conditioning Compliance Path IX Component Performance 0 Total Building Performance ■ Prescriptive Occupancy Group :a' Commercial 0 Group R (R-1 & > 3 story R-2 and R-3) Climate Zone S Climate Zone al..19 0 Climate Zone ( ( See WSEC 301.1 for county list) Vertical Fenestration and Skylight Area Calculation If complying via the Proscri 've path, provide values for Vertical fenestration, skylights, gross walls and roof. If complying via the Component Perinm►ance path, these vetoes are auto- filled by the ENV-UA fort end cannot be edited Here. Total Vertical Gross Exterior Fenestration Above Grade % Vertical (rough opening) divided by Wall Area times 100 equals Fenestration s + j 40 X 100 = la16 Gross Exterior Total Skylight divided by Roof Area times 100 equals % Skylight 0c _. X 100 = Maximum Prescriptive Fenestration Area Veneer ??) Fenestration Skylights 1i ► 50% Floor Area in DLZ 0 More than 50% of the floor area in daylight zone per C402.3.1.1 14)6, Semi -Heated Path %4 J hi has semi -heated areas as defined per C402.1.4 wall exception to semi -heated areas To be deemed semi -heated the area Is heated but not cooled, and has a max. heating system capacity between 3.4 - 8 Stub/ 2. Refer to C402.1.4 for requirements. Semi -heated spaces shall be documented separately from other conditioned spaces- provide compliance fonns for each conditioned area type. spaces may comply under the Prescriptive or Component Performance compliance elements separating semi -heated from other conditioned spaces shall comply with envelope requirements for en exterior wall. • Project ■ Applying 1. output 2. separate 3.Semi-heated path. 4.Envelope thermal Refrigerated Spaces VI I Oc cooler Warehouse Cooler spaces shall comply areas may be combined with freezer of Occupancy/Conditioning only. Compliance documentation for the ENV -PRESCRIPTIVE form. Refer • Waik-in ■ Walk-in MIChange under the Prescriptive Path non -refrigerated areas in • Refrigerated Refrigerated these Mixed Occupancy and/or Space Conditioning 14) k RECEIVED :ITV OF T U K W I LA Project compliance --Conimeercial C -Low these includes more than one occupancy forms may be required. type and/or level Select all that apply to scope R1 or >3 story R2./R3 Semi -treated all thermal envelope provisions to C101.5.2 for exemption. of space conditioning. Multiple of project: ■ Group ■ Refrigerated Space YrC O ] E• CE 4 - - IL energy areas are exempt hors awe eb -^• -" •",.rt. Refer II Low Energy end compliance forms for MAR 0 4 2014 PERMIT CENTER • /4-pet t City of Tukwila BUILDING DIVISION 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 R3 Envelope Summary (back) ENV -SUM 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 & R: Revised June 2013 Minimum Requirements for Proscriptive Option Use table to determine if project qualifies for the optional Prescriptive Option. All components must meet the stated requirement. Climate Zone Climate Zone 4c/5b Climate Zone 6b Occupancy Group All Other ` Group R All Other ( Group R Opaque Elements Insulation Min. R-Value'1 Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. R-38 c.i. R 30 c.i. Metal Building (with R-3.5 thermal blocks)''b R-25 + R-11 Ls R-25 + R-11 Ls R-25 + R-11 Ls R-25 + R-11 Ls Attic and Other R-49 R-49 R-49 R-49 Walls, Above -grade Mass R-9.5 c.i.` R 13.3 c.i.` R 11.4 c.i.` R-15.2 c.i.` Metal Building R-13 + R-13 c.i. R-13 + R-13 c.i. R-13 + R-13 c.i. R-19 + R-16 c.i. Steel Framed R-13 + R-10c.i. R-I9 + R-8.5 c.i. R-13 + R-12.5 c.i. R-19 + R-14 c.i. Wood Framed and Other R-21 int R-21 int R-13 + R-7.5 c.i., or R-21 + R-3.8 c.i. R-21 + R-5 c.i. Below Grade Wall Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. R-30 c.i. r- R-30 c.i. Steel Joist (per footnote c) R-38 + R-10 c.i. R-38 + R-10 c.i. R-38 + R-10 c.i. R-38.0 + R-10 c.i. Wood Framed and Other R-30 R-30 R 38 R-38.0 + R-10 c.i. Slab -On -Grade Floors Unheated R-10 for 24 in. (with thermal break) R-10 for 24 in. (with thermal break). R-10 for 48 in. (with thermal break) R-15 for 48 in. (with thermal break) Heated R-10 perimeter & under entire slab R-10 perimeter & under entire slab R-10 perimeter & under entire slab R-10 perimeter & under entire slab Opaque Doors Maximum U-Factor Swinging U-0.37 U-0.37 U-0.37 U-0.37 Roll -up or sliding R-4.75 R-4.75 R-4.75 R-4.75 Fenestration 0-30% of Wall Assembly Maximum U-factor (NFRC Rated) Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.30 U-0.30 Metal framing (fixed) U-0.38 U-0.38 U-0.36 U-0.36 Metal framing (operable) U-0.40 U-0.40 U-0.40 U-0.40 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Skylights U-0.50 U-0.50 U-0.50 U-0.50 Fenestration 0-30% of Wall Assembly Maximum SHGC Factor Vertical Fenestration PF<0.2: all orientations - SHGC-0.40 0.2 5 PF < 0.5: north - SHGC-0.44, all other SHGC-0.48 PFa0.5: north - SHGC-0.48, all other - SHGC-0.64 Skylights ,SHGC-0.35 ISHGC-0.35 ISHGC-0.35 ISHGC-0.35 For SI: 1 inch = 25.4 mm. ci = Continuous insulation (see footnote f). NR = No requirement. LS .= Liner system --A continuous membrane installed below the purlins and uninterrupted by framing members. Uncompressed,unfaced insulation rests on top of the membrane between the purlins. a Assembly descriptions can be found in Chapter 2 and Appendix A b Where using R-value compliance method, a thermal spacer block shall be provided, otherwise use the U-factor compliance method in Table C402.1.2. c R-5.7ci is allowed to be substituted with concrete block walls complying with ASTM C90, ungrouted or partially grouted at 32 inches or less on center vertically and 48 inches or less on center horizontally, with ungrouted cores filled with materials having a maximum thermal conductivity of 0.44 Btu-in/h-ft2 EF. d Where heated slabs are below grade, below -grade walls shall comply with the exterior insulation requirements for heated slabs. e Steel floor joist systems shall be insulated to R-38 .+ R-10ci. f For roof, wall or floor assemblies where the proposed assembly has penetrations > 0.04% of the area, the assembly is not 2012 Washin • on State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 R3 Component Performance Path ENV-UA 2012 Washington State Enemy Code Comnfanera Fiume fnr Commercial, Group R1, and > 3 sto R2 & R3 Reviled June 2013 Project Address a (I, Z i tt-rev.03,6 4 ive Date nl 31 Occupancy Group 0 Commercial 0 Group R (R-1 & > 3 story R-2/R-3) Clear For Building artment Use Climate Zone 1 Zone 4* 0 Zone • Change in occupancy or space conditioning • Noss- Proposed UA may exceed Target UA by 10% per C101.4.4 and C101.4.5 Fenestration Area as % gross exterior AG wall area it% Max. Target tv % Skylight Area as % gross exterior roof area N`p Max. Target: 50% Floor Area in DLZ 0 2 50% of the floor area in daylight zone per C402.3.1.1 µye Notes: 1: if vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to sheet on the backside of the ENV-SHGC fonn for this calculation. 2: U-factors shall come from Appendix A, chapter C303, or calculated per approved method as specified in C402.1.2. 3: Refer to ENV -CHIC worksheet for example of how to complete the rows on this form. 'Building Component Provide source of U-factor, pagetpian 0 of assembly detail & ID Proposed UA U-factor x Area (A) = UA (U x Al Target UA U-factor x Area (A) = UA (U x A) ro gR= R= ID: ID: R= ID: Above insulatlon set oca 31 00 2 R= ID: R= ID: R= ID: tiiietat Building set occ. 1 R= 44 ID: l� 013 (Iva Alva R= ID: R= ID: p VA -{ 7,114 %.3t 0►02 i ZIIV} i Yile bit Stele raft, attic, other set occ. g g u. 2 R=loth ID:' Ma Gfrotor (cigA R='Lit Ile ID: Gam, yrao On V R= ID: 0tb$01 b. too 1724 q' titt ) yl53 le3'32 �2' )4 i 1 12Z •30 st frame set occ. Opaque Walls - Abo{ 2 2 R= ID: R= ID: R= ID: M eta(t3idl +g set oCo. R=214-Its ID: tL(o -tile S R= ID: R= ID: b.b*A., 1'Zo ! 4.oa •. extol. l 12c� 1 4ir11� �lilood name. oiler set occ. R= ID: R= ID: R= ID: 1 WSJI set cac. 2 cs i 3 1 R= ID: R= ID: Assumed to be cu ss Wad set occ. R= ID: R= ID: i iL R= ID: R= ID: R= ID: 1 I. Mess for set ow. 1R= '+- ID: R= ID: R= ID: i .ioistfi=n rdng set occ F-factor x Perimeter = UA(U x A) F-factor x Perimeter = UA (U x A) ISlab -on -grade i R= IG ID: yourTerea. 6'r 1 ri.b1 J R=42 ID: ll4ilatoe k)b11s. R= ID: c' ' 13 -tL 13$' bee 1(02 I ltrao £ ► ' TZIA'w _ Set occ. I 1 R= ID: R= ID: R= ID: i iisated Slab -On -Grade set occ. •, nitlt. i i Tr f� . lue e Page 1 8ubtot l UA .41 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 R3 Envelope UA, continued. ENV-UA Project Address 12041 Itterittati Me Date-,3rgl. Fenestration Area as % gross exterior wall area �% %, Max. Target: 1 For BuildingYDepartment Use Skylight Area as % gross exterior roof area OA' Max. Target: Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of ell applicable envelope elements will be calculated by the compliarx:& form. Refer to sheet on the backside of the ENV-SHGC firm fir this calculation. 2: Provide NFRC or Appendix A U-fecto' for fenestration assemby (combined frame and glazing 3: Refe�V-CHK worksheet for example of how to complete the rows on this form. Building Component Provide source of U-factor, page/plan # of assembly detail & ID Proposed UA U-factor x Area (A) = UA (U x Ai Target UA U-factor x Area (A) = UA (U x A) re g d rn U=Ot$ ID: AL,Vieco U= ID: U= ID: (NW 't4 ! iv,.. 1 O (oo 1 ZI ' 12'(l Opaque Swing Doors set ace. c ci or U= ID: U= ID: U= ID: Opaque nollup & sliding ' set occ. Vertical Fenestration Non -Metal U= ID: U= ID: U= ID: U= ID: 1 l kon-Metai Nam set Oct. -1 w If 2 U=tit �o ID: Gi�7 fi U= ID: U= ID: U= ID: (214+ 288 115. jo ©f $ • I 0s i i t:A . 4 , Fawns, Fixed set occ. $ IU= U= ID: U= ID: ID: U= ID: ) j r'M etal Frame, Opera set occ. 'MU entrancel U= ID: U= ID: U= ID: U= ID: r Metal Entanae Door set occ. k = U= ID: U= ID: U= ID: U= ID: Alltypas set occ. Page 2 Subtotal Page 1 Subtotal To comply: Total 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. 3o1 y,9 129►1 o 44.31 JO* x -5 9zo wm wxbi 7- 144 ftlt) btio evklat (A) aor f.12' xid 6904k- _ tti7 It') i24113 )(10) = ae€0,31= C.12) 44Ci N121.5) )cld s 1,Z0 611)95 x P21 g-A couigi zit* rtelmuree: 1.ir-Alwrso ugit4c7utifroo vox/ ass ckTOZZ - raw, t4340 qi/Aca '1,2) 6V- %94 (1)%1_ Vt983 QM- 21 514V Element: SKETCH OFELEMENT Note: Make copies of this form for every building element. 114- 6 P a,,, --- . a 1P liAlli im1tj Framing Ratio (if applicable) = Materials Thickness (Inches) R / Inch Thickness R Value Solid R Value Cavity 1).. (.fS►pe ha- �:E 0,1 2) I IV-r-ur aktorti% 6, '(Z' -01, d ` 52- 3) 000 ilf-uibibil tb, 60 4) H L 1112 - _- .-- 5) Vtrir It iwrtbJ 2) 44m) 8) tWSlt 2- IILI''I 0 •a'i 9) 10) 11) Total R Values U Value = 1/R 3 r F,t,Q 9. b1 Average U Value = ' /I- b'OSZ- 'Value for Element (Avg.) _ (U Solid (Framing Raco) + U (Cavity Rado)112 Area of Element* = * Area of Element is net area after openings such as doors, windows and sylights have been subtracted. Element: riot SKETCi OF E4EMENT Note: Make copies of this form for every buildingelement. \ibp09. 4ri-O I14 4strc 4=y 1 2 3) 4) 5) 6 7) 8) 9) 10) 11) Materials viWittu n ti\. i,34014 ti.l: g{k o p 130 t11/49Li 449 Average U Value *Value fix O lim&t (Avg.) r (V Said (Failing Rollo) « U (C.Nty A.Uo)j/ 2 Thickness (Inches) �Iv R; / inch Thickness Total R Values U Va[ue =1/R R Value Solld 1 to ©Q., 0 Cul Area of Element* as R Value Cavity, ' Area of Element is net area after openings such as doors, windows and syllghts have been subtracted. ENVELOPE U-VALUE WORKSHEET Element: 411.OLL, SKETCH OF ELEMENT Note: Make copies of this form for every building element. Framing Ratio 1i1 applicable) a. Materiel i0 Thickness (inches) co frit. e 2414916.. ,fit cr; = R-Value per Inch R-Value Solid b• (n 6110 lb. op P. / f R-Value Cavity Sum of R-Values U •• 1/R Framing Ratio Solid U-Veiue x Framing Ratio U • 1/R 1 - Framing Ratio Cavity U-Value x (1 - Framing Ratio) Sum of Adjusted U Values Is + b) a) 144 b) rn••r••r:�< ek4�. r?Si b.b4(.0 Area of Element - Net eree after openings such as doors, windows, and skylights have bee n subtracted i 1 IS,' 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 R3 Building Permit Plans Checklist 2012 Washington State Enerav Code (`.mmnlrnn... c........ few "--..-•.. ' Plow ass o/i,�mnd > 3 story R2 & R3 ENV-CHK Revised June 2013 Project Address (07/ 11 1ti?�e( ¢ J lot ��P , pate /i(* The followirtg_information is necessary to check a building permit application for compliance with the building envelope requirements In ftti Washington State Energy Code, Commercial Provisions. Applicability Code Location Building Department (yes,no,na) Section Component Information Required on Plans Notes SCOPE (Section C101) 1,44ic- C101.5.2 Low energy awes Low energy (unconditioned) spaces identified on plans r / `� C101.5.21 / C402.1 A Semi -heated spaces Serni-heated spaces Identified on plans 4 //� K F` C402.5 / C402.8 Walk-in and refrigerated warelaues cooties and Cooler and freezer spaces identified on plans C101.4.8 Mixed occupancy Spaces with different occupancy requirements identified on plans C101.4.4 ! Change in C101.4.5 ocarge[N:vRtgaca Existing building spaces undergoing charge Identified on plans ENVELOPE PROVISIONS C303.1 Insulation identikoakon Identification mark to be applied to all insulation materials " C Z � ' f C3°3.11 / C402.4.3 Fenestration product ratir Fenestration products labeled with rated U-factor. SHGC. VT, leakage rating 'r 2- General installationIndicate Installation method, densities and clearances to achieve intended R-value of MI insulation materials C402.2.1 Roof assembly insulation Indicate R-value on roof sections for attic and other roofs; Indicate clearances for attic Insulation; Indicate baffles l eave vents installed; indicate face stapling of faced baits L " z Y C402.2.3 Above/below grade wvaN insulation Indicate R-value and framing material on wail sections; Indicate face stapling of faced baits; indicate above grade exterior insulation Is protected; Indicate mesa of masonry walls if mass wail claimed 1 - 2- Indicate loose -fill core insulation for masonry walls as necessary Indicate frequency of grouted cores and bond beams as necessary,��iJ/( C402.5 / Walk-in and refrigerated 7R C402.6 warehouse Coolers and freezer insulation Indicate R-values for waits, ceilings, doors and floors in sections 1 C402.2.7 Opaque silaring l doors (` ' Indicate rated U-factor (swinging) or R-value (roll-up/sliding) on wall sections -` Z ' 1 _ /'� Pik' C402.2.5 Floor over outdoor or unconditioned space insulation indicate R-value on floor sections; indicate subsfanthal contact with surface; Indicate that ksuilion does not block akflow through foundation vents. ��, /// C402.2.8 Slab -on -grads floor Indicate R-value on wall section or foundation detail; L7 I insulation Indicate slab Insulation extends down vertically required distance from top; Indicate above grade exterior insulation is protected "i r . �// W� MIA( C402.2.6 Radiantly heated flab Or► Indicate R-value on wall section or foaxlation detail; indicate slab insulation to full Blab depth and under entire slab; ��`/// g floor insulation Indicate above grade exterior insulation is protected C402.2.8 Thermal radiation system indicate Insulation of panels, U-bsrdlfsaderss & floor structure R 3 e is min. .5 ik C402.3.1 Vertical fenestration maxi Provide calculation of vertical fenestration area as % at gross wail area C402.3.12 Skylight maxknum area Provide calculation of skylight area as % of gross roof area te Chap 2 Def. DsldigfWng zone Provkie calauletton of % of overall conditioned floor area in daylight zone t 11 C402.3.3 U 4aGars and SHGC for vortical hraatretio4 glazed eroranoe doors and skylights Indicate U-factors and SHOC values in fenestration schedules; Provide area -weighted calculations as necessary; Indicate N values are NFRC or default, N default then specify frame type, glazing layers, gapwidth low a coatings, gee filling T - Z 14 A Fun C402.3.3 / C402.3.3.1 Permanent shading devices Provide glen factor calculations for North and Non -North orientations AIR LEAKAGE I( C402.4.1.2.1 Air barrier materials Indicate ASTM E2178 rated materials used to provide air barrier on pins -rZ j C402.4.1.1 / C402.4.2 Air barrier construction and sealing Indicate location of eaghxww car barrier on plans; Provide details for all Joints, transitions in materials, penetrations in air barrier and note method d sealing (caulked. gasketed. or other mewed method)141 , T z. L C402.4.3 ! Fenestration, door and Indicate air leakage rating and/or method of sealing for all fenestration, doors and C402.4.4 access openkno leakage access openings in schedules ,r C402.4.8 Recessed lighting indicate IC rating of fixtures le lighting equipment schedule; — +1- fixtureshousing method of sealing between and wail or ceiling in plans t -2i I -VA � C402.4.5.1 Stairway and shaft vents Indicate locations of all stairway and shaft vents; Provide leakage rating of motorized dampers in equipment schedules Outdoor sir intakes and Indicate locations of all outside air intakes and exhausts; C402.4.5.2 exhausts Provide leakage rating of dampers and identify whether motorized or gravity in souioment schedules C402.4.6 Loading dock semis Indicate wsethersaa at cargo and loading dock doors C402.4.7 Vestibules Indicate locations and dimensions of vestibules in plans; For unconditioned vestib es, indicate which wall assembly (interior or exterior) insulated to atderior gall moukemar$s C402.4.1.2.1 Ak barrier building test Indicate air bonier tea method conducted in accordance with ASTM E779; ;PR L did kehle March 25, 2014 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 �r�vpeewee n Tukwila, WA 98188 Attn; Mr. Allen Johannessen MAR 26 2014 RE: GCA Services Group *'WTCENTER D14-0075 12622 Interurban Ave.SO. Dear Mr. Johannessen, I am in receipt of your comment letter #1 and have addressed those as follows; 1,2 The washer and dryer are both commercial appliances. The venting for the dryer will be via a separate mechanical permit which will address the vertical piping and draw of the system. The vertical height of the roof is under 18 feet. This has been accomplished on another project (Oakwood) in Gateway North with no problems. The separate permits are noted on sheet SD-1. 3. The SD-1 sheet has been changed to reflect the 2012 IBC. I trust this will answer your comments and I look forward to the permit. Sincerel David Kehle DK/dk Encl: 4 Sheet SD-1 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com Joanna Spencer From: Sent: To: Subject: Todd Reedy Thursday, March 06, 2014 9:28 AM Joanna Spencer RE: GCA SERVICES TI @ 12622 INTERURBAN AVE S D14-0075 Good Morning Joanna, I am happy to report the property at 12622 Interurban is current on backflow preventer installation and testing. Have a good day, Todd From: Bryan Still Sent: Thursday, March 06, 2014 6:22 AM To: Todd Reedy Subject: FW: GCA SERVICES TI @ 12622 INTERURBAN AVE S D14-0075 From: Joanna Spencer Sent: Wednesday, March 05, 2014 11:47 AM To: Bryan Still Cc: Han Kirkland; Joanna Spencer Subject: GCA SERVICES TI @ 12622 INTERURBAN AVE S D14-0075 Are they current on their backflows? Joanna 1 City of Tukwila Department of Community Development March 13, 2014 David Kehle, Architect 1913 Bonair Dr SW Seattle, WA 98116 RE: Correction Letter # 1 Permit Application Number D14-0075 GCA Services Group - 12622 Interurban Ave S Dear DAVID KEHLE, ARCHITECT, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. 1. The plans show a washer and dryer room in the center of the building. The concern is the length of the dryer duct meeting coded for distance and also where it will be exhausted out to where it won't become a nuisance to the walkways or other areas where it shall be exhausted. Please provide a revision for the laundry room and provide specifications for the dryer duct for code compliance. 2. The new TI will also require plumbing and mechanical permits. Provide a mechanical plan showing the new mechanical layout to include the ducting for the bathrooms and laundry. The plumbing plan may be included with the revised plan or be a deferred and provided with the plumbing permit. 3. Building code is referenced as 2009 codes on the front sheet. Provide the current 2012 IBC code references. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. FileNo. D14-0075 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0075 DATE: 03/26/2014 PROJECT NAME: GCA SERVICES GROUP SITE ADDRESS: 12622 INTERURBAN AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator C PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 03/27/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 04/24/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I2/18/2013 PERMIT COORD COPY 1,11 Building Division II 11G SIP Ob• tti • It'\ Public Works PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0075 DATE: 03/04/2014 PROJECT NAME: GCA SERVICES GROUP SITE ADDRESS: 12622 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: 4-t c 3 o-c (91\n o{11f (`-1 Planning Division El Fire Prevention Structural Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 03/06/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/06/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: cp Departments issued corrections: Bldg Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0*(7.14t4' Plan Check/Permit Number: D 14-0075 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Irrvin. l ❑ Revision requested by a City Building Inspector or Plans Examiner MAR 2 6 2014 Project Name: GCA Services Group "ERN/cam, Project Address: 12622 Interurban Ave S ,�, Contact Person: QkJtO WER/106,/C4 Phone Number: -43g • . Summary f Revision: COS ��W R--- Sheet Number(s): i%p _l "Cloud" or highlight all areas o vision including date of revision Received at the City of Tukwila Perrpit Cepter by:)k , Entered in TRAKiT on C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 BOYCE CONSTRUCTION INC Page 1 of 2 0 Washington State Department of Labor & Industries BOYCE CONSTRUCTION INC Owner or tradesperson BOWELL, ROBERT Principals BOWELL, ROBERT BOWELL, SHERI Doing business as BOYCE CONSTRUCTION INC WA UBI No. 601 538 339 270 S HANFORD ST 109 SEATTLE, WA98134 206-264-8085 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BOYCECI066QQ Effective — expiration 11/18/1994— 01/21/2016 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 178017C Received by L&I 12/07/2001 Insurance Nationwide Mutual Ins Co Policy no. ACPACT07524265684 Received by L&I 10/04/2013 Insurance history Savings $12,000.00 Effective date 11/18/2001 $1,000,000.00 Effective date 11/18/2013 Expiration date 11/18/2014 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601538339&LIC=BOYCECI066QQ&SAW= 05/05/2014 SITS PLAN N.T.S. TRUE NORTH FILE COPY Permit No. - 5° Pim review approval to eras and dons, t pproval of construction documents doss not authorize fric. volation of any :�. � ► ff or ordnance. Receipt nt gcd. By City Of l kwila BUILDING DIVISION .v.s,..a .• • REVISIONS No changes shall be made to the scope of 1^►ork without prior approval of Tukwila Building Division. I C o Revisions will require a new plan submittal :3 ims!ude additional plan review fees. SEPARATE PERMIT i,i QUIRED FOR: C�MechanicaI Getiectricai (Numbing gpas Piping E" y of Tukwila DIVISION VICINITY MAP N.T.S. PROJECT AND BU ILD INCH DATA BUILDING CODE: /I\ 2012 IBC WITH WASHINGTON STATE AMENDMENTS LOCATION: TUKWILA COMMERCE PARK, BUILDING B 12622 INTERURBAN AVE S TUKWILA, WA PARCEL NUMBER: 0004800003 ACCOUNT NUMBER : 000480000306 CONSTRUCTION. TYPE: V-B SPRINKLERED OCCUPANCY GROUP(Sh GROUP B OFFICE AND SI WAREHOUSE ZONE: C / L-1 LOT AREA: 465,295 SQ FT (10.68 ACRES) TENANT SUITE: 5,510 SF. NET (2,490 SF OF OFFICE ORIGINALLY) 3,041 5F OFFICE (B) 2,463 SF WAREHOUSE PARKING: NO CHANGE SCOPE: CONSTRUCT NEW OFFICES WITHIN WAREHOUSE 61-IELL, NON BEARING PARTITIONS, REFURBISH BATHROOMS, ADD ADA ACCESSIBLE RESTROOM WITH TRANSFER SHOWER NEW SUSPENDED CEILING WITHIN OFFICES. ENVELOPE: EXISTING STOREFRONT WAS REPLACED UDER PREVIOUSE PERMIT TO REPAIR SLAB, INTERIOR TO MEET ENEMY CODE. LEGAL DESCRIPTION LEWIS C C-D C * 31 BECK N 81-44-15 E 199.11 FT FROM HUB AT END OF CURVE ON CENT LN OF DUUJAMISH-RENTON JUNCTION RD SD HUB BEING APPROX 1200 FT N AND 440 FT W OF 1/4 COR BET SECS 14 4 15-23-4 TH N 49-24-00 UJ 2535 FT TH N 09-36 -00 E 52 FT TO TRUE BECK TH S 82-40-30 E 590 FT TH N 59-22-30 E 643.35 FT TH N 01-51-30 IU 343 FT TO LEFT BANK OF DUUJAMISH RIVER BEING NLY BOUNDRY OF LEUJIS D C TH SUJLY ALCM SD BANK OF RIVERITO PT N 00-39-40 UJ OF TRUE BEGS TI-I S 00-39-40 E TO TRUE BEG ALSO POR OF D C LY UJ OF ABOVE DESCRIBED LAND SLY 16.15 FT AND A 16 FT STRIP ADJ AND PARL TO ELY LN OF R/UJ OF P S ELEC CO; FOR JOINT FRT.) TGUJ LOT 41 OF PLAT OF RIVERSIDE INTERURBAN TRS BUILD INCH AREA AND UNSEPERATED USES: BUILDING IS SURROUNDED BY 60 YARDS, PER SECTION 501, 5013 i3UILDI1•6 AREA IS UNLIMITED IN GROUP B )1 OR 5 OCCUPANCIES WHEN SPRINKLED. SEPARATE PERMIT MECHANICAL ELECTRICAL SPRINKLER • RECEIVED CITY OF TUKWILA MAR 2 6 2014 PERMIT CENTER C:\Documents and Settincs\All Users\Documents\CAD12On2m225 RRFFF1Tiikwita nrimmarn. P rlArla �tnn REVIEWED FOR CODE COMPLIANCE APPROVED APR 01 2014 virt City of Tukwila BUILDING DIVISION CORRECTION 001 Qtt r n 4n 94 a fsMIC nn A7 AA n1-%I nn • nt "Jo, • -1__ DESCRIPTION U SD-1 v fesa Ism IMMINIMMINft •4 4• 4•• • 4.• p ;4 4 • 4 n 4 • . • 4 •4 4: •p • 4. o• 4 4 4 4 44 • 4• • ° • 4 4 40 TENANT AREA AND AREA OF WORK OVERALL BUILDING: PLAN ANC) SITE SCALE: 1/4 1-0" • p e. 4 • REVIEWED FOR CODE COMPLIANCE APPROVED ii-pri k t a Ott City of Tukwila BUILDING DIVISION 4 4 4 -. 4 4 , 4 • .a •4 RECEIVED CITY OF TUKWILA MAR 0 4 2014 PERMIT CENTER C:\Docui ents and Settinas\AII USBrs\DOCuments\CAwnn91t199R RRi=R Tnirwih Rnmmnrv.n Dci.1.10..;1•Crs.. oln_nw An nA Amnrmn nr. •., I At"TA A.Lu.......... . CO CO 0 0 N N 9 lF. w 3 0 0 w N 1 6 v 0 V al COUNTER 142" 3' SPACE L�►- 1 EXISTING INSULATED STOREFRONT, THERMAL BROKEN ALUMINUM FRAMES, INSULATED GLAZING (U = 0.40,SI -I GC = 0.40) 8'XS' cn CUBE 8'X8' CUBE m OPEN OFFICtO 1,114 SF/100=11.14 OCC 8'X8' CUBE JUDY 8'X11'6" 8'X1' CUBE 8'X1' CUBE 8'X1' CUBE 8'X8' CUBE 56'-12" REYn I18SF/100=1.18 OCC. HALI.IS I 15'-a" C CONFERENCE© 1195F/15=11.93 OCC. ,n HALL® LAIUNDRi114.1--- 5INK WA .sx MEL 2885F/100=2.88 OCC JO [1] I155F/100: L"15 OCC. —104 CO NEW ADA UNISEX RESTRi TRANSFER SHOWER SEE BLOW UP SIEE- T-4 3'-6 COPS 625F.100= .62 OCC. AI10 11SF/15=5.13 OCC •� T 22 5 NSF/100 =.590CC EX. WAREHOUSE ®' SEMI HEATED SPAC S, MAX 8 BTUH PER SF THERMOSTAT AT EX STING HEATERS, MAX. 44 DEG.. 2,463SF/500=5 OCC,, SINGLE EXIT WITH TRAVEL DISTANCE 51 LF. NEUJ FINISHED FLOOR PLAN SC4LE: 1/8" = 1'-0" NORTH OCCUPANT LOAD 5Y AREA= 36 OCCUPANTS SINGLE EXIT WITH TRAVEL DISTANCE OF 81 LF IN OFFICE 51' IN WAREHOUSE SIDLE EXIT SEE SHEET T-4 FOR DETAILS AND ELEVATIONS REFER, SINK,DW 6 Jo' Co E7 E6,E8 EXISTING DOOR SCf-4WULE: El EX. 3'XT' ALUMINIUM STOREFRONT DOOR W/EXIT PADDLE E2-E4 EX. 3'Xl' S.C. WOOD UifW000 JAMB, PRIVACY LOCK (CHANGE E4 TO LATCHSET) E5 EX. 3'Xl' S.C. WOOD WNJOOD JAMB, ,CLOSER, PUSH/PUti, CHANGE TO PRIVACY. LOCK (LEVER HANDLE) EX. 3'Xl' H. MTL - DOOR W/HMTL JAMB, LOCKSET (INSIDE KNOB TURNS FREELY TO EXIT) EX. 10'X10' OVERHEAD DOOR 1-8 NEW DOOR SCHEDULE . (ALL NEW HARDWARE TO BE LEVER HANDLE.) (MATCH EXISTING DOORS AND FRAMES)- 1 NEW GATE 3'-0"X3'-6" S.C. WOOD BOMMER SPRING HINGES, LATCHSET ON INSIDE 2-4 NEW DOOR 3'-0" X 7'-0" S.C. WOOD W/WOOD JAMB, 1 1/2 PAIR BUTTS, LOCKSET,WALL STOP,SILENCER 5,7 NEW 3'-6" X 7'-0" S.C. WOOD W/WOOD JAMB, LATCHSET, WALL STOP, SILENCER 6 GYP BD CASED OPENING 3'-0'XT-0" 9,10 NEW 3'-0"X7'-0" SC WOOD WITH WOOD JAMB, 1 1/2 PAIR BUTTS, LOCKSET, CLOSER, THRESHOLD MAX 1/2"), WEATHERSTRIP WALL STOP,(U-0.50) WALL SCHEDULE A. FURRING: EXISTING EXTERIOR CONCRETE TILT UP, NEW RIDGID R10 INSULATION, TO 10', 3 5/8" X 25 GA STEEL STUDS TO 10' WITH R-21 BATT INSULATION, VAPOR BARRIER AND 5/8" GYP BD. (U=0.03) B. EXIST EXTERIOR STUD: 2X6 WOOD STUD WITH EXTEIROR 3/4" SIDING OVER 1/2" PLYWOOD WITH R-21 INSULATION, ADD R-10 RIDGID INSULATION ON INSIDE, VAPOR BARRRIER AND 5/8" GYP BD. (U1.034) TERIOR: 3-5/8" X 25 GA. STEEL STUD © 24" O.C. TO CEILING ABOVE WITH 5/8" GYP. BD. EACH IDE (SI = SOUND INSULATE) RIMETER: 6"X20 GA STEEL STUD @ 24" O.C. TO ROOF STRUCTURE ABOVE WITH FLECTION TRACK, R-21 TO 10' W/R-10 RIGID INSULTION ON OUT SIDE TO 10', 5/8" GYP. BD. ACH SIDE (FULL HEIGHT ON WAREHOUSE SIDE) TO 10' ON HEATED SIDE W/SHEET METAL STRAPS @ 4' O.C. ABOVE (U�.040) PARTIAL HGT: 3-5/8" X20 GA. STEEL STUD @24" O.C. TO +5' AFF (EXCEPT UNDER COUNTER) WITH 5/8" GYP BD EACH SIDE AND TOP. ADD ANGLE BRACES AT WALL ENDS, MID SPAN (DTL 6/T4) ROOM SCHEDULE; FLOOR: CARPET BASE: RUBBER BASE WALLS GYB. BD. - PAINT (EE) CEILING: NEW SUSPENDED CEILING (+9') 9-11,14 FLOOR: BASE: WALLS CEILING: VCT (STATIC GUARD IN 11) RUBER BASE GYB. BD. - PAINT (EE} NEW SUSPENDED CEILING (+9') 12,13 EXISTING FINISHES REPAINT 15 FLOOR: BASE: WALLS CEILING: NEW SHEET VINYL WITH WELDED SEAMS 6" SHEET VINYL COVE BASE GYB. BD. - PAINT (SGE) ABOVE NEW PLASTIC LAM WAINSCOT (+4') EXISTING GYP BD PAINT (SGE) 16 FLOOR: CONCRETE CLEAN & RESEAL BASE: NONE WALLS GYB. BD.. PAINT- [F] CEILING: EXPOSED ROOF CONSTRUCTION WINDOW SCHEDULE: W1 2'-0" X 6'-6" ON 6" SILL, WOOD FRAME, 1/4" SAFETY GLASS W2 6'-0" X 4'-0" AT SILL +3' AFF, WOOD FRAME, 1/4" CLEAR GLASS EX. INSULATED STOREFRONT, THERMAL BROKEN ALUMINUM FRAMES, INSULATED GLAZING WITH SLAB INSULATION (R-10XU=035 SMALL BUSINESS)1" INSULATED WITH 1/2" HIGH PERFORMANCE SPACERS, ARGON FILLED, AND LOW-eC. EX. BUILDING OVERHANG EX. 6" CONCRETE SLAB WITH REINFORCING OVER COMPACTED STRUCTURAL FILL, WITH 4 MIL VAPOR BARRIER IN OFFICE AREA REMOVE EXISTING PLUMING, CAP FOR FUTURE USE (VERIFY WITH NEW WORK), PROVIDE AS BUILT FOR OMER PATCH AND REPAIR CONCRETE AND PREP FOR NEW FINISHES. PREVIOUS OFFICE WAS REMOVED UNDER PREVIOUS PERMIT TO REPAIR STRUCTURAL DAMAGE n c u SEPARATE STORAGE RACK PERMIT REQUIRED All rack storage fixtures over 5'-9" high shall be installed under the provisions of a separate storage rack building permit. All rack storage fixtures greater than 8-feet high shall have the method of anchorage/bracing designed by a professional engineer. Periodic special inspection is required in all cases during the anchorage of racks over 8-feet in height. Special inspection requirements shall be specified on the rack permit plan. 201-2" 311-2" EX. WAREHOUSE SEMI HEATED SPACES, MAX 8 BTUH PER SF THERMOSTAT AT EXISTING HEATERS, MAX. 44 DEG. EXISTING AND DEMO FLOOR PLAN SC4LE: 1/8" = 11-011 NORTH DEMO NOTES: 1. PATCH AND REPAIR FLOORS, WALLS AND CEILING AT DEMO'D WALL 2. CAP ANY AND ALL UNUSED PLUMBING 3. REMOVE ALL EXISTING DATA CABELING 4. REMOVE ALL UNUSED ELECTRICAL AND PUT INTO J-BOX ABOVE CEILING -MARK WITH PANEL LABEL AND CIRCUIT " AfilREVIEWED FOR CODE COMPLIANCE APPROVED t. iri l 10 sc City of Tukwila tI a� City of Tukwila BUILDING DIVISION BUILDING DIVISION A V DRIVE IN DOOR ® DOCK HIGH DOOR RECEIVED CITY OF TUKWILA MAR 0 4 2014 PERMIT CENTER C:\Documents and Settinns\All Users\DocumentslCAD1200210225 RREEF1Tukwiia rnmmQrra Parkua,,ilrilnn Kure 1r123l_la1/+n'Q 11V_17 4AIr , it a nn nA 4w A. 11) N 0 DRAWN BY H DESCRIPTION 03-03-14 03-03-14 tO N N vv La 1a CL La. L IG1TINC SYMBOLS PRIMARY DAYLIGHT ZONE, 8' INBOARD FROM OUTSIDE GLAZING TO HAVE AUTOMATIC DAYLIGHT SENSORS FOR LIGHTING TO MEET SECTION 15133 ENERGY CODE. SECONDARY DAYLIGHT ZO 16' FROM PRIMARY ZONE TO HAVE INDIVIDUAL LIGHTING CONTROLS FOR -HE GENE LIGHTING in PROVIDE RECESSED COMPACT FLUORESCENT FIXTURE IN CEILING WITH BATTERY BACK UP FOR EXITING. X 201-2" Inl ICJ X O 8 -1\f X k k J e 31'-211 )2C-T OPEN SPACES WA HOUSE SEMI HEATED SP CES, MAX 8 BTUH PER SF THERMOSTAT AT XISTING HEATERS, MAX 44 DEG. ==L3v----1 NUJ REFLECTED CEILING PLAN SCALE: 1/8" = 1' -0" NORTH i� 2 4' STUBE SURFACE MT FLUORESCENT FIXTURE WITH ACRYLIC WARP LENS 2X4X3TUBE RECESSED FLUORESCENT IC RATED 2X4X2TUBE RECESSED FLUORESCENT IC RATED RECESSED COMPACT FLUORESCENT CAN LICf4TINC CALCULATIONS ALLOWABLE: 2,914 SF X 0.91 W/SF : 2,106 WATTS 20 2X4X3T FIXTURES 6 88WATTS = 1,160 WATTS 12 2X4X2T FIXTURES 6 66WATTS = 192 WATTS 4 RECESSED CANS 6 20WATTS = 80 WATTS I SURFACED IX4 2T 6 66WATTS = 66 WATTS TOTAL INSTALLED WATTS = 2,698 WATTS NOTES: NEW SUSPENDED ACOUSTICAL CEILING AT +9' AFF, SECOND LOOK TILES WITH R-49 BATT INSULATION OVER TILES. LIGHT FIXTURES TO BE IC RATED. EX. BUILT UP ROOF OVER PLYWOOD AND ROOF STRUCTURE INSULATIN ON UNDERSIDE OF ROOF STRUCTURE NEW STUD WALL TYPED WITH METAL STRAPPING ON INSIDE OF WALL PROVIDE AIR VENTS FOR CIRCULATION OF SEMI HEATED SPACES. NEW SUSPENDED ACOUSTICAL CEILING WITH R-49 ON TOP AND IC RATED LIGHT FIXTURES NEW WALL TYPE D TO ROOF STRUCTURE WITH VAPOR BARRIER ON INSIDE, R-21 INSULATION IN CAVITY TO 10' AFF, R-10 RIGID INSULATION ON OUTSIDE TO 10' AFF, 5/8" GYP BD EACH SIDE TO 10' AFF ON INSIDE, FULL EHIGHT OUTSIDE SECTION PERIMETER WALL TYPE p REVIEWED FOR CODE COMPLIANCE APPROVED /4fr, 1ja014 City of Tukwila BUILDING DIVISION SPACER BAR OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART �1/4MIN. At UN -ATTACHED WALLS 11N. 2" U LL ANGLE NOTE:, ATTACH CEILING AND GRID TO WALL ANGLE (MOULDING) AT TWO ADJACENT WALLS VIA POP RIVETS. 4 012 GA. WIRES WITHIN 2" OF CROSS TEE COP94ECTION ARRANGED AT 90' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45'. LOCATE RESTRAINT PANELS AT 12' O.C. IN EACH DIRECTION AND WITHIN 6' OF EACH WALL. NOTES: NOTE: SUSPENSION WIRES TO BE 12 GAGE AT 4' O.C. W/ ATTACHMENT DEVICES CAPABLE OF SUPPORTING 100 POUNDS. HANGER 1 PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED 1) MAIN BEAMS TEES AND CROSS TEES MUST 13E HEAVY DUTY W/ CONNECTION STRENGTHS OF 100 POUNDS IN COMPRESSION 4 TENSION. 2) CEILING AREAS GREATER THAN 1000 SF MUST HAVE LATERAL FORCE BRACING VIA DIAGONAL SPLAY WIRES, LIMITING MOVEMENT TO LESS THAN I/4" AT POINT OF ATTACHMENT 3) LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO MAIN AND CROSS TEES. AND IF OVER 50 MUST BE INDEPENDENTLY SUPPORTED. 4) PARTITIONS RATER THAN 6' TALL NEED INDEPENDENT BRACING VIA SPLAY WIRES (SEPARATE FROM ANY OTHER WIRES). PARTITIONS 6' OR LESS NO ATTACINT IS REQUIRED. 5) SPRINKLER HEAD PENETRATIONS MUST HAVE 2" OVERSIZED TRIM TO ALLOW I" MOVEMENT IN ALL DIRECTIONS. 6) MANUFACTURER CERTIFICATION OF COMPONENT PEWORMANCE AND PERIODIC SPECIAL INSPECTION OF ANCHOR SYSTEM 15 REQUIRED. 1) FOR CEILING AREAS EXCEEDING 2500 SF, A SEISMIC SEPERATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED. 5) ALL CROSS TEES SHAD- BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO S36® OF ITS SPAN. 9) ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN 3 INCH. RECEIVED CITY OF TUKWILA MAR 0 4 2014 RESTRAINED CEILING DETAILS (MEETS IBC 2012 SEC 805 AND ASTM C 635 ASTM C 636 AND ASCE 1-02) SCALE PERMIT CEN Ewe CAQOCumAnts anti SAftinncleu 1 teercArtn......ss..lnAntnnnnirtetn. .. - m w z a o w 0 DESCRIPTION 03-03-14 03-03-14 N O) 0 0�) 0co 0 N N U m 4.0 JC 4111 amommi WASHINGTON J 0j; 3'-0" xi, 3'-44" i'-9#" BLOW UP RESTROOM SCALE: 1/4":1'-0" CABINET SPEC FLUSH OVERLAY PLASTIC LAMINATE CONCEALED SELF CLOSING HINGES WIRE PULLS (US 26 ID) INTERIOR OF CABINET TO 8E KORTON OR PL. LAM P.LAM COUNTER TOP OVER 2 LAYERS 3/4" MARINE PLYWOOD DRAWERS TO HAVE METAL GUIDES, SELF CLOSING GYP BD PAINTED REFER NIC ' IBIREAKFROOM COUNTER SCALE:1/2" : 1'-0" EX. RESTROOMS, NO CHANGES NEW TRANSFER SHOWER TO MEET ADA SECTION 6082.1, 36 "X36 ", CONTROL WALL ON EAST WALL AND FOLD DOWN SEAT ON WEST WALL (MEET SECTIN 610X1RECTANGULAR SEAT 315" WIDE X 15" DEEP, 3" FROM SHOWER OPENING AND 1.5" FROM SIDE WALL. NEW COUNTER +34" AFF 48"X36" MANUEVERING AREA NEW TOILET WITH HC GRAB BARS DOOR HAREDWARE TO BE LEVER HANDLE, PRIVACY LOCK FOR SINGLE OCCUPANT USE UPPER CABINET WITH ADJUSTABLE SHELF 4" P.LAM BACKSPLASH STAINLESS STEEL SINK WITH LEVER GOOSE NECK FAUCET - BASE CABINET WITH ADJUSTABLE SHELF AND DRAWER BASE CABINET TO BE OPEN AT SINK FOR ADA #4, RUBBER BASE 3' 3' / PLASTIC LAMINATE TOP AND FACE EDG PLASTIC LAMINATE TOP AND DROP FOR ADA PARALLEL APPROACH ER 9043.1 / 3 / GYP BD PAINTED SEE DETAIL 6 FOR STANTION SUPPORTS LOBBY COUNTER ADJUSTABLE HAND-HELD SHOWER HEAD ON 5S" FLEXIBLE HOSE. LEVER FAUCET GRAB BAR 32" x 32" MIN. SLOPE OF SHOWER FLOOR I/8"PERFOOT MIN TO48"MAX 'REFAB TRANSFER "IBERGLASS SHOWER .VERT. GRAB BAR 1IN.18" TALL 1'-6" / n� PAINTED GYP. BD. FULL WIG TH MIRROR 4" PLO BACKSPLASI WITH RE -URNS PLAN OmEN CABINET ♦ WRAP HOT,COLD AND WASTE SHOWER THRESHOLD MAX. /2" `1 6" SHT. VINYL COVE TRANSFER SNOUJER AND SINK ELEVAT ON SCALE: i/2":I'-0" PAINTED GYP. D. 4' PLAM WAINSCOT GRAB BAR 6" SHT. VINYL COVE 1'-6" TYPICAL RESTROOM ELEVATION I-1/2°4-0" ELEvATIOt ♦ �SGE PAINT 40 /-1,c 54" VERTICAL GRA3 BAR 8" ♦ cog E • TOILET PAPER PLASTIC LAMINATE WAINSCOAT COVED SHEET VINYL BASE INTERIOR ELv4TJON SCALEa/2" = 1'-0" RESTROOM NOTES: 1. ALL ACCESSORIES TO BE MOUNTED AT +40" TO OPERATING PORTION 2. INSULATE THE HOT, WASTE AND COW WATER UNDER SINKS 3. TOILET FLUSH VALVE ON THE WIDE SIDE OF ROOM 4. SHEET VINYL FLOORING WITH SEAM SEALER AND COVED 6" SHEET VINYL BASE. N +1 1/2" SPACE GYPBD. TO GYP. SD. EA. SIDE ROOF STRUCTURE Mr `. 6" DEEP LEG TRACK ATTACH TO STRUCTURE 1.1J/3 - 15/8" SCREWS e 2'-0" 0.. (DEEP LEG IS 3") STUDS 20 GA. a 2'-0" O.C. NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE I". GYPBD. ATTACHED TO STUD -NOT TO GLB OR TRACK- LAP 1 1/2" ON GLB NOTE: 1) SOUND INSULATE WALL TO 10' AT OFFICE LOCATIONS 2) FOAM ANY WALL PENETRATIONS FOR SOUND (ELEC., TELEPHONE, ETC,) 3) CAULK GYP. BD. TO CONCRETE SLAB. (\DEFLECTION HEAD DETAIL SCALE: 1-1/2" • I'-01 SECTION 2x4 WOOD STUD WALL (SEE SCHEDULE) 2x WOOD BLOCKING 2 1/2" WOOD CASING - STAINED 1 1/2" x WOOD JAMB - STAINED 5/8" x WOOD STOP - STAINED SOLID CORE WOOD DOOR STAINED 5/8" GYP D. EACH SIDE DOOR WOOD FRAME DETAIL SCALE: I-I/2" • 1'-0" SECTION 2-2x 5/8" GYP. BD. 1/4 "x2 I/2 "x2 1/2" STEEL ANGLE W/ 2- 3/8" DIAx2 1/2" LAG BOLTS MIN 2' TALL ANGLE MAX 4' O:C. 6" DIA. CONCRETE CONCRETE SLAB 1 1/2" CLEAR • • • e. • • ELEV4TfON VIEW CONCRETE FOOTING X 12" DEEP PARTIAL HEIGHT WALL 6 13RACEORNER5 4 ENDS, MAX 4' O.C. SCALE: 1-1/2" • 1'-01 SECTION / ELEVATION STUD WALL (SEE SCHEDULE) 2x WOOD BLOCKING 2 I/2" WOOD CASING - STAINED 1 1/2" x WOOD JAMB - STAINED 5/8" x WOOD STOP - STAINED 1/4" PUSHED PLATE GLAZING (SAFETY PER CODE) 5/8" GYP BD. EACH SIDE UJINDOUJ WOOD FRAME DETAIL SCALE: 142' • 1'-0" 3'-6" O moi " COUNTER TOP SCLLE: 1-1/2" • 1'-0° 3/4" WOOD JAMB SEE DETAIL 2/T-4 SIM 3/4" PLYWOOD FINISH W/ LAMINATE TYP- OVER SHEETING, 3/4" PLYWOOD 4 STUDS AST1C LAMINATE FACE OVER PLYWOOD SECTION SECTION FOR WALLS GREATER THAN 8'- 0" IN WIDTH WITHOUT AN INTERSECTING WALL, PROVIDE 12ga. WIRES SPLAYED a 45 TO AN EYE SCREW a ROOF AND TOP OF WAL ATTACH TOP RUNNER TRACK TO CEILING GRID WITH 2 - M6 x11/8"LONG SCREWS AT 2'-0" O:C. ■■■.■■.■■■■■■■■■■u'•I.u■■■■■■■■i TYPICAL STUDS WALL PER WAD. (FOR WALL INSULATION SEE PLAN) 5/8" GYP. BD. EA. SIDE (FLUSH FINISH). SEE REFLECTEDAIL CEILING PLAN TYP. WALL TO REFLECTED CEILING SCALE: 1-12" • 1'-0' wommemosSaramarastamm REVIEWED FOR CODE COMPLIANCE APPROVED Pori, City of Tukwila BUILDING DIVISION SECTION TYPICAL WALL FRAMING ATTACH BOTTOM TRACK TO CONC. FLOOR W/ POWDER DRIVEN ANCHORS, HILTI OR APPROVED 1" EMBEDMENT AT 24" O.C. 2 1/2" RUBBER BASE a CARPET RECEIVED CITY OF TUKWILA MAR 0 4 2014 PERMIT CENTER 5/8" GYP. BD. (TYPE 'X' a FIRE RATED WALLS.) ACOUSTICAL BLANKET • SOUND WALL. CONC. SLAB ON GRADE CAULK GYP.15D. TO FLOOR • ALL SOUND AND INSUL. WALLS ifl H 0 DESCRIPTION w } AC 0 0 w f- m a 0 03-03-14 03_-03-14 >- 411111111MEMINIIIIIIIIMINIMMIL. MN A)0 O coM /XZ VM'N (rU) a' Q Z1- 0W m W 03 0 Z = Q 0) W 00 U WAS HING TO N ImisliMmor SCALE:1/2" : 1'-0" RUBBER BASE WALL TO GLA13 SCALE: 1-1/2° • 1'-0° SECTION